Metacentre & Metacentric Height of A Ship (02042020)
Metacentre & Metacentric Height of A Ship (02042020)
Metacentre & Metacentric Height of A Ship (02042020)
Metacentre:
Metacenter is the point of intersection between two vertical lines, one line through the
center of buoyancy of the hull of a ship in equilibrium and the other line through the
center of buoyancy of the hull when the ship is inclined to one side; the distance of
this intersection above the center of gravity is an indication of the stability of the ship.
In the figure below MT is the metacentre of a ship.
Metacentric Height:
Metacentric height is the distance between a floating body’s metacenter and its center
of gravity. It is a measure of a floating body’s stability such that a ship with a large
metacentric height is more stable than a ship with a smaller one. A ship that has a
large metacentric height also has a shorter rolling. In the figure below GMT is the
metacentric height of a ship. On the other hand KMT is the metacentric height above
the keel of a ship. From the figure, KMT = KB + BMT, where KB is the vertical
distance of centre of buoyancy above the keel.
KB is the distance of the centre of buoyancy above the keel and may be found by one
of the methods shown previously.
y
BM may be found as follows:
Consider a ship whose volume of displacement is ▼, lying upright at waterline WL,
the centre of buoyancy being on the centreline of the ship. If the ship is now inclined
to a small angle Φ, it will lie at waterline WLl which intersects the original waterline
at S (Fig). Since Φ is small it may be assumed that S is on the centreline.
A wedge of buoyancy WSWI has been moved across the ship to LSL1 causing the
centre of buoyancy to move from B to B1
So BM tan Φ= v x gg1/▼
or, BM= v x gg1/(▼x tan Φ)
To determine the value of v x ggl, divide the ship into thin transverse strips of length
dx, and let the half width of waterplane in way of one such strip be y=Breadth/2=B/2
= Half Breadth of Ship.
Moment of transfer of strip of wedge= m x gg1=4/3 y x p x 1/2 y2 tan Φ dx= p x 2/3 x y3 tan Φ dx
But Sum 2/3 x y3 dx = 2nd moment of area of free surface about the centreline of the tank=I
Therefore, v x gg1 = I tan Φ